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<br />Paragraph <br /> <br />1-01 <br /> <br />2-01 <br />2-02 <br />2-03 <br />2-04 <br /> <br />, <br /> <br />3-01 <br />3-03 <br /> <br />4-01 <br />4-02 <br />4-03 <br />4-04 <br /> <br />Table <br /> <br />1 <br /> <br />2 <br /> <br />Plate <br />-- <br /> <br />1 <br /> <br />PROJECT REPORT <br />ON <br />PINON CANON DAM <br />TRINIDAD, COLORADO <br /> <br /> <br />APPENDIX I <br />HYDROLOGY <br /> <br />TABLE OF CONTENl'S <br /> <br />Page <br /> <br />I -INTRODUCTION <br /> <br />Purpose <br /> <br />1 <br /> <br />II - WATERSHED CHARACTERISTICS <br /> <br />Climate <br />Preeipitation <br />Floods <br />Sediment data <br /> <br />1 <br />1 <br />1 <br />2 <br /> <br />III - DESIGN FLOODS <br /> <br />Standard projeetf1ood <br />Spillway design flood <br /> <br />3 <br />4 <br /> <br />IV - RESERVOm STORAGE CAPACITIES <br /> <br />Area and eapaeity <br />Reservoir storage and effeets <br />Spillway design flood routing <br />Freeboard requirements <br /> <br />5 <br />5 <br />6 <br />6 <br /> <br />TABLES <br /> <br />Title <br /> <br />Page <br /> <br />Estimated peak diseharges - Pinon Canon <br />Arroyo 1914-50 <br />Regulated peak diseharges - Pinon Canon <br />Arroyo 1914-50 <br /> <br />2 <br /> <br />6 <br /> <br />PLATES <br />Ti tIe <br /> <br />Spillway Design Flood Data <br /> <br />I <br />